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Home My WebLink About20181390 Ver 1_SR 1600 FULL PERMIT PACKAGE INCL SWMP_10/11/2018 3:00 PMDocuSign Envelope ID: ED9C83C5-OD62-417F-6844-65F5375E5B98 N � N � W � DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE P�ANE COORDINATES ESTAB�ISHED BY NCGS FOR MONUMENT "GPS-2" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 837301.890fft) EASTING: 22218q3.070(ft) E�EVAT I ON: 210.15 ( ft ) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9999641932 THE N.C. �AMBERT GRID BEARING AND �OCALIZED HORIZONTAL GROUND DISTANCE FROM GPS-2 TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICA� DATUM USED IS NAVD 88 �,� ,� ,� BEGIN PAVEMENT C�IOICE I�� OPERTY ASSOCsA�ES L�C I�g 1920 PG 605 PB 201q PG 134 + 47.53 60.53' LT C LASS I I RI P RAP � est. 4 tons est. 4 sy geotextile , �;�,� + 39.47 - EX. R�W LT ex. toe of filVditch line � �, �,' s -\ �� ,., ,—� , � � . ; ; �� _� _, � � _ rJ _ - - -- _ - - - -- -��I�TIN� �/U'� approx. ex. s i oulder r-; � G — — W� � � ETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 T RANSPORT AT lON PLANNING/DESIGN - BRIDGE/ST RUCT URE DESI�N ClVIL/SITE DESI�N - GlS/GPS - CONSTRUCTION OBSERVATION EAST RIVER R4AD (SR 1600) � , ,✓ li�:!'�� =194079 = I�� C�N _, I-I �N & ��' '�� I _ �:� % �''_ 00 (EAST RIVER RDo) � 10' 35. '� c `_ ��, P,q�„��n ;�n�!��,�i��,� 50' MILLING 10' I< approx. ex. shoulder � � i'<' I`, i I I' 1'�; �,' 4;i - . ti--� - � _ � � '(�'' -�_ � �l -� - . -( � �^� — _ _ ' I -- — — - _ I � — — - ex. toe fill/ditch line + 3,4.92 EX. R�W�` RT -�- ' � � � VVOUI.�`= N / Polnt North E�st �lev�tlon _�� `_,- I = �E=; _ - � _ =1�_�i�_;i ��'1'- �- � _'��i � � ��=�`-i� "i�;%1 i _ -, - - I _ _ - _ -� - � ,-i � �-i �- � --- - ___J-�- - -- I' -- ... . :� I�. ... . .K I; x. ., , K , , . ,- k: .r. �. .. I ... . C ,. I . ,. K ,. � .. . ,.. �K BM1 E�EVRTION = 21_=I, ?�' N 837366 E 22218�'��:-i B� ST�T I ON 5-�- �� o�� N 36��5' 220 �" E Dl��T ;'�-�� ',� BM SET IN 18" H�RDWOOD a .,�� ,,� , � �� .a ., � _ ,. 66.79' RT CLASS II RIP RAP est. 84 tons ets. 8� sy geotextile 66.14' RT RIGHT OF ENTRY SHEET NUMBER 4 4A 5 6 EC-1 THRU EC-3 TMP-1 THRU TMP-2 S-1 RIGHT OF ENTRY +29.52 60.45' LT PROJECT REFERENCE NO. SHEET NO. SBPRe2035/ 4 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS /30/2018ENGINEER 7�30/2018ENGINEER ��n � � �►r� ��n � n�� ,��.��:• CA R p� / O�. 0��.�N • CA R p� � O�i �`��.•' ESS�/ ' �q��. .`��o.:��ss'��. tiq�,. • pF 0,� ••. . . : p rj� •. . . • 9. . . 9. . . = � �� SEAL � � = ' ' �� SEAL ! � ' : 022999 : : 15833 : . . . . �'�,�c�'F�G I NE��'�5�.��, �'�., F'F� ,I NE`��'S�,i�' ✓ ,G , . —DocuSigned�� ,� �1 1111 ► ,,,,,, oo��s�e�e;,,, �I/ 1111\►► 0,,, � s. P�s �.� �. �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SCA�E l" = 30' :=./ F I E I_ D �� - - ,. � C L��S � I��>RI P �� 1�AP - _;� _, , ,_ ,-;_ � , � , ,�,_ est. 3 tons N ��,; � n � ,. est. 3 sy geotextile +35.33 x. toe of fill/ditch line / ;:��" WW&I`�; . ,, EX.R�W LT ��>�� x — �� - ; �, - -�.� -'._' �", — �l 1J �--L J`� '`- --' -� c. , _ � � ap�rox. ex. should.er � 35.5' 10' �0 10' 50' MILLING \ 9 °0'0" approx � - ' �� i ��J� � �x - ,��' ;�J�'�J 2@ 108" CORRe ALUMINUM PIPE W/HEADWALLS 90 DEGREE SKEW _�� - shoulder . - ,- _ _ ,, �._ ,.,r t � � - �, �52.33 � -EX.�R�W RT ` � e ,.�toe of filVditch line N, , ��, I= I L I_ D 63.33' RT — \ END PAVEMENT 2 +�0.23 �i\i�i=� BEND PLANTATION LLC 69.92' RT I�B 187q PG 853 �B 2003 PG 86A �Q 1920 PG 605 PB 201q PG 13q ��\�� \ � � �� SHEET PLAN VEIW BYPASS PUMPING PLAN ELEVATION VIEW TYPICAL SECTIONS, PAVEMENT SCHEDULE, & MISCELLANEOUS DETAILS EROSION CONTROL PLAN AND DETAILS TRANSPORATION MANAGEMENT PLANS REINFORCED CONCRETE ENDWALL DETAIL 25.00' ��C�W � EL. 194.0 EL. 193.9 � 0.50' SILL DETAIL INLET OF LEFT BARREL LOOKING DOy�NSTREAM SILL MIN. I' INSIDE PIPE PIPE INLET DETAIL ( Not to Scale) 25.00' E L: 2 2:1 or flatter � EL. 205.13 � EL. 203.8�- EL. 194.8 •1 11 51.50' � 24.75' 26.75' 10.00' 10.00' 10.00' 10.00' 9 I� I L. 2.i EL. 207.9i EL1 2 EX.2 @ EL. 194.8 EL. 192.3 EL. 194.0 EL. 191.0 25.00' � EL. 206.9 � 2:1 or i EL. 203.83 EL. 202.5 - EL. 193.5 PERMIT DRAWING SHEET OF 25.00' 25.00' �LJW —3 EL. 190.6 � EL. 190.5 _ PROFILE VIEIN ACROSS PIPES � CLASS II RIP RAP 2� 108" CORRo ALUMINUM PIPE W/HEADWALLS 90 DEGREE SKEW W/Oo5' SILL LEFT BARREL LOOKING DOINNSTREAM Note: Pipe inverts shown are based on existing pipe inverts due to presence of rock at site Every effort shall be made during installation to bury new pipe 1' and still provide sufFicient bedding beneath pipe. Rock will be encountered. Natural Natural Ground *,•j n�,,�S , �•:� Ground Q_ Geotextile CHANNEL BED (Variable) * VAR. 1.5:1 TO EX. BAN K Min. D=TOP OF BANK Type of Liner= CLASS II Rip-Rap c� PIPE OUTLET DETAIL ( Not to Scale) Natural Natural Ground �•) n�,,�s � � :� Ground I� _ Geotextile � CHANNEL BED (Variable) * VAR. 1.5:1 TO EX. BANK Min. D=TOP OF BANK Type of Liner= CLASS II Rip-Rap EL. 191.9 �'��, �_1� L'iJ �l`l' ��.i j ��RAI�HIC >(=,ql E Date: Project Number: PIPE DATA SHEET I.D. No.: SR 1600 County: Franklin Sheet of Designed By: jll Checked By: GP Elev.: 207.900 ft Plan Summary Data Shoulder Drainage Area: 1.9 sm. Elev.: 206.900 ft Design Freq.: 25 yr. Station: Design Disch.: 800 cfs Skew: 89 DEG Design H.W. Elev.: 201.9 ft. Size/Type Pipe: 2(c� 108" CAP H.W. H Q100 Discharge: 1200 cfs Type Entrance: Headwail Q100 Elev.: 204.1 ft. Direction of Flow: LT -to- RT LSo T.W. Overtopping Freq.: 500 yr.+ Hydrological Method: USGS- rural Inlet So= 2.6% Overtopping Disch.: 1700 cfs H.W. Control Elevation: 205.4 Invert Elev.: 194.80 ft L= 49.5 1 Outlet Inv. Elev. 193.50 ft Overtopping Elev.: 207.8 ft. PIPE CULVERT ANALYSIS (English) RCP=.012, CMP=.024 n= 0.0327 Size & Type TW Q Nat. Allow. Inlet Control SIZE(in) # FREQ ft ft^3/s H.W. H.W. HW/D HW (ft) Pipes 108 2 10yr. 3.02 600 0.66 5.90 108 2 25yr. 3.535 800 0.79 7.07 108 2 50yr. 3.94 980 0.90 8.09 108 2 100vr. 4.386 1200 1.04 9.33 100 Channel Specs Slope: 6.70% Lt. Side Slope 1.5 1.5 Base= 11 n= 0.05 Rt. Side Slope 1.5 1.5 Outlet Control HW Vo Remarks Ke dc (dc+D)/2 ho H L'SO HW ELEV. (ft/s) 11.68 Partial Flow 10-Yr 0.5 4.22 6.61 6.61 0.70 1.30 6.01 200.81 4.72 OUTLET CONTR( 0.5 4.91 6.95 6.95 1.24 1.30 6.89 201.87 6.29 INLET CONTROL 0.5 5.45 723 723 1.86 1.30 7.79 202.89 7.70 INLET CONTROL 0.5 6.06 7.53 7.53 2.80 1.30 9.02 204.13 9.43 INLET CONTROL 108 2 overtopping 5.27 1700 1.43 12.86 0.5 7.19 8.10 8.10 5.61 1.30 12.40 207.66 13.36 INLET CONTROL 36.0477, -78.2488 Site is located in FEMA Regulated Flood Hazard Zone w/Limited Detail Study. FEMA Q100=495 cfs. FEMA TW elev. 197.20 ft. Recommendation: 2@ 108" CAP with headwall. No burial due to rock at site. 0.5' sill in left barrel for low flow. HW Control Elev. Is 1.5' below shoulder point. Note: area blocked by sill = 1.3'. Area 2@ 108"=127.2. Calculations do not consider area blocked. IC chart 2, Dc Chart 4, OC Chart 7 CHOICE PROPERTY ASSOCIATES LL CLASS II RIP RAP est.4 tons est. 4 sy geotextile VV UUL� J ex. toe of fill/ditch line � EXISTII�,IG 1=�/W approx. ex. s oulder �� Fr' l�;i�(_� � L A,�, l;�'ll%� /�' RC�, J- ,-�o� �=�,��%cc� ;_; c�a�w �> approx. ex. shoulder � � EXISTII'�JG I�/W � � '�-� r--r�l"l ��'� �"�� " — — WL� — \ ex. toe of fill/ditch line �' ; , 4��" WW'�'� I��,W � �-' r �`"' I�f�J`J-1`J4�7`J I 0 " C � I`�J � H V'�� V�J �I ` =1`��_�4,, ., i � � _� N � � WOOD� N � � N RIVER BEND PLANTATION LLC CLASS II RIP RAP �' est. 84 tons � ets. �5 sy geotextile DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � � CLEARING � � � � � �J`��—1 � �f`��U I��o�l' �III� � '�1�'• � ■iiiiil ...�.�.... Fe. 9�9 es a�m PERMIT DRAWING �� I E � � *"Mstam�r�oY �hM�Awcrsry - earoc�isrAurro� crstih SHEET _ OF _ avu�sne asr� - as�rs - caysr�e,r*r+Y �Av�*pA' ��' CHOICE PROPERTY ASSOCIATES LLC �_ � „ ,_�., � GLASS II RIP RAP �� ,� �r�; -�-� �-- -��-� 1�� ,� �,� ) �—( "�— �—� ? C- �—� � �` ' � N est. 3 �ons N est. 3 sy geotextile W��ODS ��x. toe of fill/ditch line ��" WW�'�IS�W , ,o ,�o° � �= '�' �� p — �� — �—� . . _ . . _ �— � �� , � ,� � r-� �-a �- � i-- �� L1" -'�S� O �P =l��l-1 �'� 2 C 108" CORRo ALUMINUM PIPE IN/HEADINALLS 90 DEGREE SKEIN �0 i�i' � `�' i�;RqlJHli� `��i�/��E __��a �rox. ex. shoulder -EL- approx. ex. shoulder r�, ,-�'�� -��-� -�T��_� ,_r"�, -,�"�� -�r"��_ -�� . -� ' ` ' � �� - ' � � � � ` � ; , ,,�� -1 �-' �-t ,-�� % _ of filVditch line RIVER BEND PLANTATION LLC FI� �D WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 2 108" ALUM. PIPE < 0.01 < 0.01 0.02 40 PIPE (shorter than existing) RIP RAP 0.02 33 TOTALS*: < 0.01 < 0.01 0.02 0.02 33 40 0.00 *Rounded totals are sum of actual impacts NOTES: � I li�:;l l��- 1V North Carolina Department of Trensportation /" � bQiU11114'V�e�3��T, � � � ,,,,.,_.. Highway Stormwater Program �;- STORMWATER MANAGEMENT PLAN --- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 176P.5.C.PE TIP No.: SR 1600 Count ies : Franklin Pa e 1 of 1 General Project Information WBS Element: 17BP.5.C.PE TIP Number: SR 1600 Pro'ect T pe: Pipe Re lacement Date: 5/15/2018 NCDOT Contact: Chris Murray Contractor 1 Designer: Wetherill Engineering/Jerry Lindsey Address: 2612 North Duke Street Address: 1223 Jones Franklin Road Durham, NC 27704 Raleigh, NC 27606 Phone: 919-220-4600 Phone: 919-851-8077 Email: cmurra ncdot. ov Email: lindse wetherillen .com Cit /Town: Louisbur Count ies): Franklin River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 100' +/- Surroundin Land Use: Woods/ residential Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.1 ac. 0.1 ac. Typical Cross Section Description: 2-10' paved lanes with variable 6' to 10' grassed shoulders (10' shoulders at pipe). 20' pavement with variable 6' to 10' grasssed shoulder Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 580 Year: 2016 Existin : 580 Year: 2016 General Project Narrative: This is a maintenance pipe replacement to replace dual 96" CMP with headwalls (+/- 59' long) with 2@ 108" Aluminum Pipe with concrete headwalls (+/- 51.5' long). (Description of Minimization of Water Roadway drainage will sheet flow over grasssed shoulders and roadway fill sections. There will be rip rap placed at inlet and outlet as bank stabilization. Quality Impacts) Waterbod Information Surface Water Body (1): Jum in Run NCDWR Stream Index No.: 28-28 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Im airments: mercu H Aquatic T8�E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �� CHOICE PROPERTY ASSOCIATES LL CLASS II RIP RAP � est.4 tons est. 4 sy geotextile VV UUL� J ex. toe of fill/ditch line —�, rJ ��ti�.� ��J �-� rJ �� rJ l��) EXISTII�,IG 1=�/W approx. ex. s oulder �� Fr' l�;i�(_� � L A,�, l;�'ll%� /�' RC�, J- ,-�o� �=�,��%cc� ;_; c�a�w �> approx. ex. shoulder EXISTII'�JG I�/W ��'1 r�`'�'� �� " �--�1--, � J — — WL� — \ ex. toe of fill/ditch line � � WOOD� ; , 4��" WW'�'� I\��,W \ � � � RIVER BEND PLANTATION LLC CLASS II RIP RAP est. 84 tons ets. �5 sy geotextile �� 77777 :��.�.�.�.�.1' � ALLOWABLE IMPACTS ZONE 1 ��—� �=� J �f`��U=1��o�1' �III� � '�1�'• � ■iiiiil ...�.�.... Fe. 9�9 es a�m BUFFER DRAWING �� I rnMstam�roY �hM�AwcrscM - ea�ace�srAurru� acstih SHEET _ OF _ ,-� � I C L L CN¢/5/TE ll�5l�' ' q5/OPS ' QN'ST/4ACi�'YI �M�bI' � `' CHOICE PROPERTY ASSOCIATES LLC �_ � „ ,_�., 1/ GLASS II RIP RAP _ � '� _ �,--. �r�; —�'— i-- —�r"�— --��_ ��y . _ � ,� ) �—c `�— �—� ? c �—c � r � N est. 3 �ons N est. 3 sy geotextile W��ODS ��x. toe of fill/ditch line ��} �n� " UV W�'_: I �� V�� °�� y' �. ��.�°�Pti i � � � �G � � �� — �—(� ) � � � � �— � �� — 0 � , � N- � r- �-�t �- �_ i-- `1 � � 1 � �.� JJ p �P =194�I �' � 2 C 108" CORRo ALUMINUM PIPE IN/HEADINALLS 90 DEGREE SKEIN �0 �;�' ��-�; i�;RqlJHli- �,i�/��E __��a �rox. ex. shoulder -EL- approx. ex. shoulder r�, ,-�'�� —��-� -�T��_� ,_r"�, —,�"�� —�r"��_ -�� . —� ' ` ' � �� — ' � � � � ` � ; � � �j ��1 r�� -t l�-� �-t 1- �� , of filVditch line RIVER BEND PLANTATION LLC FI� �D � � � 1 1 � � � � � � � • � � � � � • � 1 • � � �� •�� • • • � • • • � • • � ' '• • '• :' � �. . .: .__ . . . a�� : . a : . �� a � � aaaa �